Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Paulus Civil Engineering Journal

pcej
Website

Published by Universitas Kristen Indonesia Paulus

ISSN : 27758613 EISSN : 27754529 DOI : https://doi.org/10.52722/pcej

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture Transportation

Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil Engineering research in Indonesia. As a national media, PCEJ can accommodate the need for media to disseminate the latest information and developments for researchers and Civil Engineering practitioners in Indonesia. Journal published by the Civil Engineering Study Program, Faculty of Engineering, Universitas Kristen Indonesia Paulus in the Online Journal System (OJS). The scope of the Journal includes the following areas: Structure Water resources Transportation, Environmental Engineering, Construction Engineering Management Geotechnics as well as other fields of science related to these fields.

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 706 Documents

9 10 11 12 13

Perilaku Lentur Balok Beton Menggunakan Geotextile pada Daerah Tarik Sri Ponny; Jonie Tanijaya; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Geotextile is made of permeable geosynthetic. Geotextile s are formed from synthetic fibers based on polymers that have high mechanical properties in tensile strength, trapezoidal tearing strength, and puncture resistance. Therefore, researchers want to increase the use of Geotextile as an added material in the tensile area of concrete blocks. The test objects used are 9 pieces of 150mm×150mm×600mm beams. The results of the research were that the addition of woven Geotextile s and non-woven Geotextile s on concrete blocks increased, for woven Geotextile s by 21.593% of beams without using Geotextile s and non-woven Geotextile s of 17.058% of beams without using Geotextile s. So the use of Geotextile s on concrete blocks can improve quality because the value of the flexural strength of beams using Geotextile s is greater than beams without using Geotextiles.

Pemanfaatan Agregat Sungai Sewan Kabupaten Sarmi Sebagai Bahan Campuran AC-WC Marine Mariel Pongturunan; Mary Selintung; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The rapid development of road infrastructure increases the need for materials to be used, including the use of aggregates. This study aims to examine the use of aggregate from the Sewan River in Sarmi Regency as an asphalt mixture. In this study by conducting several tests such as checking the characteristics of course (stone), fine (sand), filler and asphalt characteristics. After that, a mixture of asphalt composition (AC-WC) was made and then the Marshall test was carried out to obtain the properties of the mixture. The results of testing the composition of the AC-WC mixture obtained the composition of the mixture for the optimum asphalt content of 7.50%, coarse aggregate 36.75%, fine aggregate 50.00%, and filler 5.75%. This shows that the aggregate characteristics of the Sewan river for the AC-WC mixture with the conventional Marshall method that meet the 2018 General Specifications of Highways are stability (Asphalt content 4.00%-11.00%), Flow (Asphalt content 4.00%-11 0.00%), VIM (asphalt content 4.00%-7.50%), VMA (asphalt content 5.75%-11.00%) and VFB (asphalt content 5.75%-11.00%). As for the Marshall Immersion test, the remaining Marshall stability value is 95.15%.

Pengujian Karakteristik Campuran Laston Lapisan Antara Menggunakan Batu Sungai Pucak Kabupaten Maros Mita Palebangan; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The implementation of road pavement construction so far has used materials imported from other places, and most of the road pavement constructions have been damaged before reaching the design life, so maintenance is carried out and even additional coating is given. This study aims to test the characteristics of the mixture of Laston Lapis Antara by utilizing Sungai Pucak aggregate according to laboratory tests. The research method is the Conventional Marshall test which is used to determine the KAO, then the manufacture of the KAO test object to obtain the Marshall Remaining Stability (SMS). The results showed that the characteristics of the aggregates originating from the Pucak River, Maros Regency for the Laston Lapis Antara mixture were in accordance with the General Specifications of Highways in 2018. The results of the characteristic test of the conventional Marshall mixture obtained that the values of stability, flow, VIM, VMA, and VFB all met the General Bina specifications. Marga in 2018. The Marshall Immersion test has complied with the 2018 General Highways specifications, where the value is 95.56%≥90%.

Karakteristik Campuran Laston Lapis Antara Menggunakan Abu Jerami Sebagai Bahan Substitusi Filler Agnis Irman E. Pakka; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims to determine the characteristics the mixture of intermediate layers using straw ash as a substitute for cement filler. The method in this research is to test the characteristics of the straw ash, then design the composition of the intermediate lastton mix, as well as the marshall test to obtain the characteristics of the intermediate layer of lastton using straw ash as a cement filler substitution. Where the ash content of straw used as a substitute for cement filler is 0%, 25%, 50%, 75%, and 100% of the weight of cement filler. The results showed that the stability, Flow, VIM, VMA, and VFB at 0%, 25%, 50% straw ash content met the 2018 bina marga specifications, while VMA at 75% straw ash content did not meet the 2018 bina marga specifications, and VMA, VFB at 100% straw ash content also does not meet the 2018 bina marga specifications.

Studi Eksperimental Beton Mutu Tinggi Dengan Agregat Batok Kelapa Dan Terak Baja Anisa Tikupadang; Herman Parung; Benny Kusuma
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Steel slag is a waste from the steel smelting industry. Along with the increasing demand for steel, it can also cause steel waste to increase. Coconut shell is a solid waste from the rest of coconut processing. This study aims to obtain the compressive strength, split tensile strength, flexural strength, and modulus of elasticity with coarse aggregate substituted for steel slag and coconut shell, with a concrete quality of f'c 45 MPa. The results of this study that the compressive strength of concrete obtained, 100% crushed stone aggregate increased 5.213% and coconut shell substitution and steel slag increased 1.650%. The value of the split tensile strength of concrete, 100% crushed stone is 9.312% and the substitution of coconut shells and steel slag is 9.073 of the compressive strength. The value of flexural strength, 100% crushed stone is 0.827√(f'c) and the substitution of coconut shell and steel slag is 0.752 f'c from the compressive strength. The modulus of elasticity of concrete, 100% crushed stone is 24845,351 MPa and substitution of coconut shells and steel slag is 20674,005 MPa.

Karakteristik Campuran Laston Lapis Aus yang Menggunakan Agregat Limbah Beton Yanti; Rais Rachman; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The research objective focuses on testing the characteristics of the Laston Lapis Aus mixture, the aggregate taken later to be studied is the aggregate of Concrete Waste. The method used in this study included testing the properties of coarse aggregate, fine aggregate and filler, after that the Laston Lapis Aus mixture design was carried out after that the marshall test was carried out while the marshalltest was carried out namely the conventional marshall to get the characteristic value. The results showed that the characteristics of the pavement material in the form of aggregates from Concrete Waste tested the 2018 Bina Marga General Specifications as road layers. Through Marshall testing, the characteristics of the Laston Lapis Aus mixture were abtained with asphalt levels of 5,50%, 6,00%, 6,50%, 7,00%, and 7,50%.

Pemanfaatan Agregat Sungai Pucak Kabupaten Maros Untuk Campuran Laston Lapisan Aus Yospina Malingga; Robert Mangontan; Alpius
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

The purpose of this test is to determine the aggregate characteristics of the Pucak river as Aus Layer Laston Mixture. So, several series of studies were used, starting from testing aggregates (coarse and fine), asphalt and filler, then making compositions to making samples of Laston Wear Layer. The results of this study are to determine the characteristics of the pavement material using aggregate from the Pucak River Maros Regency to meet the requirements of the 2018 General Bina Marga specification, to be used in road layers. Based on the Conventional Marshall test, the Stability, Meltability (flow), Void In Mix (VIM), Void In Mix Aggregate (VMA), and Foid Filled With Bitumen (FVB) all values obtained meet the General Specifications of Highways 2018. And testing Marshall Immersion in the Aus Layer Laston mixture meets the 2018 Highways General Specifications, where the value of the Marshall Remaining Stability is 94.50 ≥ 90%.

Analisis Risiko Pelaksanaan Proyek Konstruksi Gedung Perawatan Paru dan HIV BLUD Rumah Sakit Umum Daerah Nabire Mozart Riliandi; Josefine E Latupeirissa; Herby Calvin P Tiyouw
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study aims, to analyze, risk, project implementation, construction, building, pulmonary care and HIV BLUD general hospital Nabire area. Especially at the risk of implementation. Data collection in the form of interviews and questionnaires to staff is projected. The result of analysis of 20 risk factors for project implementation stated that material loss was 30%, material damage was 32.5%, material scarcity in the market 30%, delays in delivery of materials from suppliers 82.5%, material price increase of 32.5%, change order 70%, lack of inventory control 77.5%, lack of control and construction in the team 30%, lack of labor 32.5%, indiscipline of workers 35%, theft of materials 77.5%, unexpected cost 82.5%, high frequency of job changes 32.5%, frequent job delays of 32.5%, uncontrollable financial control 77.5%, under-controlled reporting system 87.5%, frequent changes in economic conditions 37.5%, bad weather out of control 80%, the number of jobs that have to be replaced due to defects or wrong 40%, frequent occurrences of unexpected things during the implementation of construction 82.5%. The average value above 50% in the range is influential until it is very influential. Thus it can be concluded that the risk is very influential in the implementation of construction projects.

Characteristic Test of AC - WC Mixture Using Tambolang Rock, North Toraja Regency Merdi Indra Asrinto; Alpius; Sufiati Bestari
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Material testing was carried out to obtain the characteristic value of the AC-WC mixture using the TamboIang mountain rock aggregate. The methods used are testing coarse aggregate, fine aggregate, filler, aspaI with the composition design of the aspaI content for AC-WC and then testing conventional marshaII as a determinant of the optimum asphalt content, after which the KAO specimen is made to obtain Remaining MarshaII Stability (SMS). The results of the aggregate characteristic test from the Tambolang mountain rock, North Toraja Regency have met the general specifications of Bina Marga as an AC-WC mixture where conventional marshaII testing with asphaIt content is 5.5%,6.0%, 6.5%, 7.0% , 7.5% and the resuIts of the MarshaII immersion test with KAO for AC-WC is 7.5% with the remaining MarshaII Stability (SMS) value of 96.52%. From the resuIts of this test, it can be concIuded that the aggregate from Mount Tambolang, has met the General Bina Marga Specifications 2018.

Pengujian Karakteristik Laston Lapis Antara Menggunakan Batu Gunung Sopai Kabupaten Toraja Utara Henry Gunawan; Alpius; Charles Kamba
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study was intended to test the characteristics of the Laston Lapis Antara mixture using the rock of Mount Sopai, North Toraja Regency. According to Laboratory tests, this research used method carry out part of series of characteristic test on the coarse of aggregate, fine of aggregate, fiIIer then asphaIt, and composition design of the mix, when do the MarshaII testing with the Laston mixture in the middIe or intermediate layer and the optimaI bitumen content, the residuaI is obtained. MarshaII stabiIity of the mixture. Road and AsphaIt Laboratory of CiviI Engginering, Christian University of lndonesia PauIus, show that the characteristics of the sampeI materiaI of Sopai rocks in North Toraja Regency have met the GeneraI Provisions of Bina Marga 2018, as a road surface coating. Through the marshaII test, the characteristics of the Laston Lapis Antara Mixture were obtained with pitch IeveIs of 5.00%, 5.50%, 6.00%, 6.50% and 7.00%. the resuIts of the MarshaII Laston Lapis Antara mix immersion test with the best asphaIt content of 5.50%, the remaining MarshaII stabiIity is 98.83% which meets the generaI specifications of Bina Marga 2018 at least 90%.

Page 11 of 71 | Total Record : 706

9 10 11 12 13

Filter by Year

2019 2025

Filter By Issues

All Issue Vol. 7 No. 3 (2025): Paulus Civil Engineering Journal V7N3 2025 Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025 Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025 Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4 Vol. 6 No. 4 (2024): PCEJ Vol.6, No.4, Desember 2024 Vol. 6 No. 3 (2024): PCEJ Vol.6, No.3, September 2024 Vol. 6 No. 2 (2024): PCEJ Vol.6, No.2, June 2024 Vol. 6 No. 1 (2024): PCEJ Vol.6, No.1, March 2024 Vol. 5 No. 4 (2023): PCEJ Vol.5, No.4, Desember 2023 Vol. 5 No. 3 (2023): PCEJ Vol.5, No.3, September 2023 Vol. 5 No. 2 (2023): PCEJ Vol.5, No.2, June 2023 Vol. 5 No. 1 (2023): PCEJ Vol.5, No.1, March, 2023 Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3 Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2 Vol 5 No 1 (2023): Paulus Civil Engineering Journal, Volume 5, No.1 Vol. 4 No. 4 (2022): PCEJ, Vol.4, No.4, December 2022 Vol. 4 No. 3 (2022): PCEJ, Vol.4, No.3, September 2022 Vol. 4 No. 2 (2022): PCEJ, Vol.4 No.2, June 2022 Vol. 4 No. 1 (2022): PCEJ, Vol.4, No.1, March 2022 Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022 Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4 Vol 4 No 3 (2022): Paulus Civil Engineering Journal Volume 4 No.3 Vol 4 No 2 (2022): Paulus Civil Engineering Journal Volume 4 No.2 Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021 Vol. 3 No. 4 (2021): PCEJ, Vol.3, No.4, December 2021 Vol. 3 No. 3 (2021): PCEJ, Vol.3, No.3, September 2021 Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021 Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021 Vol. 3 No. 2 (2021): PCEJ, Vol.3, No.2, June 2021 Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021 Vol. 3 No. 1 (2021): PCEJ, Vol.3, No.1, March 2021 Vol. 2 No. 4 (2020): PCEJ, Vol.2, No.4, December 2020 Vol 2 No 4 (2020): Volume.2 No.4, Desember 2020 Vol. 2 No. 3 (2020): PCEJ, Vol.2, No.3. September 2020 Vol 2 No 3 (2020): Volume 2, No.3, September 2020 Vol 2 No 2 (2020): Volume 2 No.2, June 2020 Vol. 2 No. 2 (2020): PCEJ, Vol.2, No.2, June 2020 Vol. 2 No. 1 (2020): PCEJ, Vol.2, No.1, March 2020 Vol 2 No 1 (2020): Volume 2 No.1, Maret 2020 Vol 1 No 2 (2019): Volume 1, No.2, Desember 2019 Vol. 1 No. 2 (2019): PCEJ, Vol.1, No.2, December 2019 Vol 1 No 1 (2019): Volume 1 No.1, September 2019 Vol. 1 No. 1 (2019): PCEJ, Vol.1, No.1, September 2019 More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Louise Elizabeth

Contact Email
pcej.civil.@ukipaulus.ac.id

Phone
+6282189112243

Journal Mail Official
pcej.civil@ukipaulus.ac.id

Editorial Address
Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245

Location
Kota makassar,

Sulawesi selatan

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Louise Elizabeth

Contact Email pcej.civil.@ukipaulus.ac.id

Phone +6282189112243

Journal Mail Official pcej.civil@ukipaulus.ac.id

Editorial Address Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245

Location Kota makassar, Sulawesi selatan INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Louise Elizabeth

Contact Email
pcej.civil.@ukipaulus.ac.id

Phone
+6282189112243

Journal Mail Official
pcej.civil@ukipaulus.ac.id

Editorial Address
Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245

Location
Kota makassar,

Sulawesi selatan

INDONESIA